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    Discussion of “<i>Bearing Capacity of Expanded Base Piles with Compacted Concrete Shafts</i>” by William J. Neely (September, 1990, Vol. 116, No. 9) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
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    Discussion of “Instrumented Static Load Test on Rock-Socketed Micropile” by Hoyoung Seo, Monica Prezzi, and Rodrigo Salgado 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 006
    Author(s): Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
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    Closure to “Reliability Index for Serviceability Limit State of Building Foundations” by Yu Wang and Fred H. Kulhawy 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Yu Wang; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
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    Reliability Index for Serviceability Limit State of Building Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author(s): Yu Wang; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
    Abstract: Extensive research has been conducted on reliability-based design (RBD) for the ultimate limit state (ULS). Several RBD codes have been developed and implemented around the world that calibrate the ULS design for a target ...
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    Economic Design Optimization of Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Yu Wang; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
    Abstract: A geotechnical foundation design should address at least three basic requirements: ultimate limit state (ULS), serviceability limit state (SLS), and economics. Most conventional design approaches focus on ULS and/or SLS ...
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    Closure to “Axial Compression of Footings in Cohesionless Soils. II: Bearing Capacity” by Sami O. Akbas and Fred H. Kulhawy 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): Sami O. Akbas; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
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    Closure to “Axial Compression of Footings in Cohesionless Soils. I: Load-Settlement Behavior” by Sami O. Akbas and Fred H. Kulhawy 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author(s): Sami O. Akbas; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Ko‐OCR Relationships in Soils</i>” by Paul W. Mayne and Fred H. Kulhawy (June, 1982) 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 006
    Author(s): Paul W. Mayne; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
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    Contribution to Piled Raft Foundation Design 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author(s): Widjojo A. Prakoso; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
    Abstract: Raft foundations enhanced with deep foundation elements (typically piles), simply known as piled rafts, were examined to develop a more integrated, displacement-based, design methodology. Illustrative piled rafts were ...
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    Errata for “Axial Compression Behavior of Augered Cast-In-Place (ACIP) Piles in Cohesionless Soils” by Fred H. Kulhawy, Hon.M.ASCE and Jie-Ru Chen, in <i>Advances in Designing and Testing Deep Foundations (GSP 129)</i>, Ed. C. Vipulanandan and F. C. Townsend, Jan 2005, 275–289. [Also in <i>Advances in Deep Foundations (GSP 132)</i>, Ed. C. Vipulanandan and F. C. Townsend, Jan 2005 (on CD-ROM).] 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author(s): Fred H. Kulhawy; Jie-Ru Chen
    Publisher: American Society of Civil Engineers
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